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Home My WebLink AboutS-369002GE Z U I n O a Y 0 My W LI..I J N MANHOLE FRAME AND COVER 6' SEE STD. PLAN 401 24' ADJUSTMENT RINGS 12" MIN.) 12" MAX SEE NOTE 6 MORTAR JOINTS) (3/6" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 C' STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED 7' MIN. CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. L 12 (TYP) LADDER- POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE CONCRETE SHELF 1% PRECAST BASE BECTON .J OR CAST IN SHELF. i NOT TO •SCALE• N07S 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS. BRICKS AND CASING SHALL BE GROUTED. 6. ADJUSTMENT OF WE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONL BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) MW A HIGH SOLIDS URETHANE COATING; WASHER MC- AROSHIELD OR APPROVED EQUALI COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF WE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PANNG, Y STD. PLAN - 400.1 g ®� PUBLIC WORKS STANDARD SANITARY MANHOLE �1� DEPARTMENT F qO� SEPTEMBER 2011 ya Before You D UiTdiee Underground�Location Center (ID,MT,ND,OR,WA) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) ---\ W (SEE NOTE 7) FOUNDATION LEVEL -. LIMITS OF PIPE ZONE 111 D1. OF PIPE BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7 -06 OF THE STANDARD SPECIFICATIONS, 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED N THE AGGREGATES BECTON OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. B. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED, T. TRENCH WDTN SHALL BE PER SECTION 2 -09.4 OF THE STANDARD SPECIFICATIONS. NE 714 SECTION 74, TOWNSHIP 23 N. RANGE 5 E, W.M. SADDLEBROOK DI V. //FRONTAGE IMPROVEMENTS SEWERS OCTOBER 2012 Cell 2 Working D88a11Dig SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING PATCHED AREA A A COVER PLAN NTS - P -O " -- OUTSIDE DIA.-TV-0 "-� AS APPRO BY W4" CONCRETE SECTION A -A NOTES REMOVE PAVEMENT AND BASE MATERIALS FOR p DISTANCE WtlICH IS EQUAL TO ME DIAMETER OF ME iRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 400.1. REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL N11H CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE YATH Y OF ASPHALT CUSS "B" OR AS APPROVED BY THE ENGINEER, Y QO.nPUBLIC WORKS TYPICAL UTILITY COVER SIT). . PLAN - 400.4 ADJUSTMENT FOR DEPARTMENT PAVEMENT OR OVERLAY F T6Z DECEMBER 2010 6" BUILDING SEWER PIPE 1N1H 6" EIRE BURET 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTI LE IRON PIPE. JZ fi" SIDE OUTLET TEE SEWER 6" MIN, MAIN ONCREIL 6 OCKIN ANGLE 1:3:5 MIX CONCRETE BLOCKING _�ROPERIY LINE SO RE BUILDING SEWER %6 - %6" WYE `2 " 4 STUD MARKING POST PAINTED Yf, SURFACE CLEAN WT 1N1H WHITE AM ME 1HE 14080 "SEWER' STENCILED CAST IRON RING k COVER IN 3 HIGH BLACK LETTERS AND LPG N9RE g WRAPPED AROUND ME STUD AND (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF ME STUD, 2975 VE S Aft APPROp EQUAL. ° SPECIFY "SEWER" ON LID, SEE 31[1. PLAN 403.1 FOR INSTALLATION) I ACCEPTABLE PROCEDURES FOR 910E SEWER CONNECTIONS TO MAIN I LINES ARE AS FOLLOWS: A. NIRIFlED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CORE- DRILLEp WITH A SUMAC SADDLE (OR APPROVED EQUAL), C. PVC MAIN - CORE- ORILIEII INTI A ROMAC SADOfE (OR APPRDVE) EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRQY MAIN - CORE- DRILLEp WTI A GONAD SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE-DRILLED. OF TEE AT MAIN OVER 25 ELEVATION Mo Np��K p /VKPxSF 9�Op y5 p0.E _ GpN 2% MIN SLOPE HORIZONTAL LSEWER MAIN TYPICA ID SEWER ELEVATION ELEVATION, WHICHEVER IS LOWER. PUBLIC }40RICS PIPE BEDDING STD. PLAN - 406 DEPARTMENT FOR SANITARY _77 PUBLIC WORKS STANDARD SIDE SEWER SID. PLAN - 408.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 I, D.R. STRONG CONSULTING ENGINEERS �j ENGINEERS PLANNERS SURVEYORS nn \4� 10604 NE 361h PL, #232 KIRKLAND, WA 98033 1 I/ 0425.8223663 F42582Z2423 01• FN 23 DIA B.C. (SEE rr SEWER COVER BOTTOM VIEW COVER &FRAME PLAN VIEW _ 25' DIA. -.-1 [635mm 1 (3� ) BILL SDG (RLLEN HEAD) 125nn1 5/9-I1 X 15 SS C39MM] JIJI_ RUBBER WASHER D 3/4' 2 1/2' f222mM1 [64nn] TYP COVER SECTION VIEW EON BOLTING DETAIL _ 26 1/2' If [673M,] 25 I /4' DI [641M,] 1 /4' (6mm) DIA NEOPRENE GASKET 5 /8'31 23 3/B' DIA CL I6mN [599Mn] 27 5/16' D: 1 1/16' 1/4' [6nn] [2TMM] r [2]Mm] -6. 1 /e• J [I52 MM] [3nm1 1 1 /e' [R3nn] GASKET GROOVE DETAIL I-- NOTES, FRAME SECTION VIEW L ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 371701 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER "). 12Y Q STD. PLAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT FMO$ DECEMBER 2008 C i :RETIE 000 BEND 000, PAD AROUND THE RING AND COVER. norE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE SAND OR EXPANDABLE FOAM WATER TIGHT PLUG PIPE MATERIAL AS SPECIFI ED BY THE ENGINEER NOTES: 1. 6" AND 6' CLEANOUT3 ON 3EI4ER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No, 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1' -0- THICK, 2' -0' SQUARE CONCRETE. CLASS 3 (;a PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT STD. PLAN - 403.1 DEPARTMENT FOR SANITARY SEWER MAINS qo SEPTEMBER 2011 SANITARY SEWER NOTES AND SPEC I 5- 369002 BDLTHOLES - EQUALLY SPA APART ON FICATIONS: i. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFlCA770NS OF THE CITY OF RENTON PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY Of RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICAPONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. J. ALL LOCA770N5 OF EXlS77NG UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR 0/57URBANCE. 4. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOPCE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CON57RUC770N. (INSPECTION WILL HE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILCING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. Z PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON W17H AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACXFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS W77H A LOOSE AVERAGE DEPTH OF 6 INCHES MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH u rf R ro 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. i). OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING ]RAVELED ROADWAY SHALL BE BACKFILLED W77H CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLEDON OF CONSTRUCTION. 74. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA PON IN ACCORDANCE WITH THE STANDARDS AND SPECIFICA DONS OF THE CITY OF RENTON PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST ED1770N OF THE WS00T 1APW4 STANDARDS AND SPECIFICA AONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA DON MATERIAL, AS WELL AS PLACEMENT AND COMPACAON OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE 50 THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYNNYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SOR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAX /MUM 12 INCHES ABODE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: SNRhYE°: SCKF. SADDLEBROOK DIY. II X°R LONTK. BAD 198]/1991 °EBIGNS15 E � AS NOTED �. yr Y 0 R � RENTON FRONTAGE IMPROVEMENTS 13422 156TH AVE SE YLP °�- E I"L"� DATUM cHECKED� AT �u 6wE Plan FIing/Buiding/PubiC Works Dept. IF NOT ONE INCH REVISION BY DATE APPR ADPR�� GW£ AL °DRDINGEY SEWER NOTES AND DETAILS 1 LJ 06.26.13 FlELDBWK: PsGE SS2 'A' I Ill ' 'C' ' 'D' ' 'E' 48" MH 4 48" 6 6" N. 5 5 "MIN 2 24" MIN. 2 21" LD. 54" MH 5 54" 6 6" MIN. 5 5.5" MIN. 2 24" MIN. 2 24" I.D. 60" MH 6 60" e e" MIN. 6 6" MIN. 4 42" MIN. 3 30" I.D. W (SEE NOTE 7) FOUNDATION LEVEL -. LIMITS OF PIPE ZONE 111 D1. OF PIPE BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7 -06 OF THE STANDARD SPECIFICATIONS, 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED N THE AGGREGATES BECTON OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. B. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED, T. TRENCH WDTN SHALL BE PER SECTION 2 -09.4 OF THE STANDARD SPECIFICATIONS. NE 714 SECTION 74, TOWNSHIP 23 N. RANGE 5 E, W.M. SADDLEBROOK DI V. //FRONTAGE IMPROVEMENTS SEWERS OCTOBER 2012 Cell 2 Working D88a11Dig SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING PATCHED AREA A A COVER PLAN NTS - P -O " -- OUTSIDE DIA.-TV-0 "-� AS APPRO BY W4" CONCRETE SECTION A -A NOTES REMOVE PAVEMENT AND BASE MATERIALS FOR p DISTANCE WtlICH IS EQUAL TO ME DIAMETER OF ME iRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 400.1. REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL N11H CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE YATH Y OF ASPHALT CUSS "B" OR AS APPROVED BY THE ENGINEER, Y QO.nPUBLIC WORKS TYPICAL UTILITY COVER SIT). . PLAN - 400.4 ADJUSTMENT FOR DEPARTMENT PAVEMENT OR OVERLAY F T6Z DECEMBER 2010 6" BUILDING SEWER PIPE 1N1H 6" EIRE BURET 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTI LE IRON PIPE. JZ fi" SIDE OUTLET TEE SEWER 6" MIN, MAIN ONCREIL 6 OCKIN ANGLE 1:3:5 MIX CONCRETE BLOCKING _�ROPERIY LINE SO RE BUILDING SEWER %6 - %6" WYE `2 " 4 STUD MARKING POST PAINTED Yf, SURFACE CLEAN WT 1N1H WHITE AM ME 1HE 14080 "SEWER' STENCILED CAST IRON RING k COVER IN 3 HIGH BLACK LETTERS AND LPG N9RE g WRAPPED AROUND ME STUD AND (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF ME STUD, 2975 VE S Aft APPROp EQUAL. ° SPECIFY "SEWER" ON LID, SEE 31[1. PLAN 403.1 FOR INSTALLATION) I ACCEPTABLE PROCEDURES FOR 910E SEWER CONNECTIONS TO MAIN I LINES ARE AS FOLLOWS: A. NIRIFlED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CORE- DRILLEp WITH A SUMAC SADDLE (OR APPROVED EQUAL), C. PVC MAIN - CORE- ORILIEII INTI A ROMAC SADOfE (OR APPRDVE) EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRQY MAIN - CORE- DRILLEp WTI A GONAD SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE-DRILLED. OF TEE AT MAIN OVER 25 ELEVATION Mo Np��K p /VKPxSF 9�Op y5 p0.E _ GpN 2% MIN SLOPE HORIZONTAL LSEWER MAIN TYPICA ID SEWER ELEVATION ELEVATION, WHICHEVER IS LOWER. PUBLIC }40RICS PIPE BEDDING STD. PLAN - 406 DEPARTMENT FOR SANITARY _77 PUBLIC WORKS STANDARD SIDE SEWER SID. PLAN - 408.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 I, D.R. STRONG CONSULTING ENGINEERS �j ENGINEERS PLANNERS SURVEYORS nn \4� 10604 NE 361h PL, #232 KIRKLAND, WA 98033 1 I/ 0425.8223663 F42582Z2423 01• FN 23 DIA B.C. (SEE rr SEWER COVER BOTTOM VIEW COVER &FRAME PLAN VIEW _ 25' DIA. -.-1 [635mm 1 (3� ) BILL SDG (RLLEN HEAD) 125nn1 5/9-I1 X 15 SS C39MM] JIJI_ RUBBER WASHER D 3/4' 2 1/2' f222mM1 [64nn] TYP COVER SECTION VIEW EON BOLTING DETAIL _ 26 1/2' If [673M,] 25 I /4' DI [641M,] 1 /4' (6mm) DIA NEOPRENE GASKET 5 /8'31 23 3/B' DIA CL I6mN [599Mn] 27 5/16' D: 1 1/16' 1/4' [6nn] [2TMM] r [2]Mm] -6. 1 /e• J [I52 MM] [3nm1 1 1 /e' [R3nn] GASKET GROOVE DETAIL I-- NOTES, FRAME SECTION VIEW L ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 371701 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER "). 12Y Q STD. PLAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT FMO$ DECEMBER 2008 C i :RETIE 000 BEND 000, PAD AROUND THE RING AND COVER. norE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE SAND OR EXPANDABLE FOAM WATER TIGHT PLUG PIPE MATERIAL AS SPECIFI ED BY THE ENGINEER NOTES: 1. 6" AND 6' CLEANOUT3 ON 3EI4ER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No, 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1' -0- THICK, 2' -0' SQUARE CONCRETE. CLASS 3 (;a PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT STD. PLAN - 403.1 DEPARTMENT FOR SANITARY SEWER MAINS qo SEPTEMBER 2011 SANITARY SEWER NOTES AND SPEC I 5- 369002 BDLTHOLES - EQUALLY SPA APART ON FICATIONS: i. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFlCA770NS OF THE CITY OF RENTON PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY Of RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICAPONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. J. ALL LOCA770N5 OF EXlS77NG UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR 0/57URBANCE. 4. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOPCE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CON57RUC770N. (INSPECTION WILL HE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILCING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. Z PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON W17H AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACXFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS W77H A LOOSE AVERAGE DEPTH OF 6 INCHES MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH u rf R ro 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. i). OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING ]RAVELED ROADWAY SHALL BE BACKFILLED W77H CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLEDON OF CONSTRUCTION. 74. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA PON IN ACCORDANCE WITH THE STANDARDS AND SPECIFICA DONS OF THE CITY OF RENTON PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST ED1770N OF THE WS00T 1APW4 STANDARDS AND SPECIFICA AONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA DON MATERIAL, AS WELL AS PLACEMENT AND COMPACAON OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE 50 THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYNNYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SOR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAX /MUM 12 INCHES ABODE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: SNRhYE°: SCKF. SADDLEBROOK DIY. II X°R LONTK. BAD 198]/1991 °EBIGNS15 E � AS NOTED �. yr Y 0 R � RENTON FRONTAGE IMPROVEMENTS 13422 156TH AVE SE YLP °�- E I"L"� DATUM cHECKED� AT �u 6wE Plan FIing/Buiding/PubiC Works Dept. IF NOT ONE INCH REVISION BY DATE APPR ADPR�� GW£ AL °DRDINGEY SEWER NOTES AND DETAILS 1 LJ 06.26.13 FlELDBWK: PsGE SS2 PIPE 1N1H 6" EIRE BURET 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTI LE IRON PIPE. JZ fi" SIDE OUTLET TEE SEWER 6" MIN, MAIN ONCREIL 6 OCKIN ANGLE 1:3:5 MIX CONCRETE BLOCKING _�ROPERIY LINE SO RE BUILDING SEWER %6 - %6" WYE `2 " 4 STUD MARKING POST PAINTED Yf, SURFACE CLEAN WT 1N1H WHITE AM ME 1HE 14080 "SEWER' STENCILED CAST IRON RING k COVER IN 3 HIGH BLACK LETTERS AND LPG N9RE g WRAPPED AROUND ME STUD AND (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF ME STUD, 2975 VE S Aft APPROp EQUAL. ° SPECIFY "SEWER" ON LID, SEE 31[1. PLAN 403.1 FOR INSTALLATION) I ACCEPTABLE PROCEDURES FOR 910E SEWER CONNECTIONS TO MAIN I LINES ARE AS FOLLOWS: A. NIRIFlED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CORE- DRILLEp WITH A SUMAC SADDLE (OR APPROVED EQUAL), C. PVC MAIN - CORE- ORILIEII INTI A ROMAC SADOfE (OR APPRDVE) EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRQY MAIN - CORE- DRILLEp WTI A GONAD SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE-DRILLED. OF TEE AT MAIN OVER 25 ELEVATION Mo Np��K p /VKPxSF 9�Op y5 p0.E _ GpN 2% MIN SLOPE HORIZONTAL LSEWER MAIN TYPICA ID SEWER ELEVATION ELEVATION, WHICHEVER IS LOWER. PUBLIC }40RICS PIPE BEDDING STD. PLAN - 406 DEPARTMENT FOR SANITARY _77 PUBLIC WORKS STANDARD SIDE SEWER SID. PLAN - 408.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 I, D.R. STRONG CONSULTING ENGINEERS �j ENGINEERS PLANNERS SURVEYORS nn \4� 10604 NE 361h PL, #232 KIRKLAND, WA 98033 1 I/ 0425.8223663 F42582Z2423 01• FN 23 DIA B.C. (SEE rr SEWER COVER BOTTOM VIEW COVER &FRAME PLAN VIEW _ 25' DIA. -.-1 [635mm 1 (3� ) BILL SDG (RLLEN HEAD) 125nn1 5/9-I1 X 15 SS C39MM] JIJI_ RUBBER WASHER D 3/4' 2 1/2' f222mM1 [64nn] TYP COVER SECTION VIEW EON BOLTING DETAIL _ 26 1/2' If [673M,] 25 I /4' DI [641M,] 1 /4' (6mm) DIA NEOPRENE GASKET 5 /8'31 23 3/B' DIA CL I6mN [599Mn] 27 5/16' D: 1 1/16' 1/4' [6nn] [2TMM] r [2]Mm] -6. 1 /e• J [I52 MM] [3nm1 1 1 /e' [R3nn] GASKET GROOVE DETAIL I-- NOTES, FRAME SECTION VIEW L ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 371701 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER "). 12Y Q STD. PLAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT FMO$ DECEMBER 2008 C i :RETIE 000 BEND 000, PAD AROUND THE RING AND COVER. norE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE SAND OR EXPANDABLE FOAM WATER TIGHT PLUG PIPE MATERIAL AS SPECIFI ED BY THE ENGINEER NOTES: 1. 6" AND 6' CLEANOUT3 ON 3EI4ER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No, 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1' -0- THICK, 2' -0' SQUARE CONCRETE. CLASS 3 (;a PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT STD. PLAN - 403.1 DEPARTMENT FOR SANITARY SEWER MAINS qo SEPTEMBER 2011 SANITARY SEWER NOTES AND SPEC I 5- 369002 BDLTHOLES - EQUALLY SPA APART ON FICATIONS: i. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFlCA770NS OF THE CITY OF RENTON PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY Of RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICAPONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. J. ALL LOCA770N5 OF EXlS77NG UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR 0/57URBANCE. 4. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOPCE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CON57RUC770N. (INSPECTION WILL HE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILCING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. Z PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON W17H AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACXFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS W77H A LOOSE AVERAGE DEPTH OF 6 INCHES MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH u rf R ro 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. i). OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING ]RAVELED ROADWAY SHALL BE BACKFILLED W77H CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLEDON OF CONSTRUCTION. 74. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA PON IN ACCORDANCE WITH THE STANDARDS AND SPECIFICA DONS OF THE CITY OF RENTON PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST ED1770N OF THE WS00T 1APW4 STANDARDS AND SPECIFICA AONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA DON MATERIAL, AS WELL AS PLACEMENT AND COMPACAON OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE 50 THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYNNYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SOR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAX /MUM 12 INCHES ABODE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: SNRhYE°: SCKF. SADDLEBROOK DIY. II X°R LONTK. BAD 198]/1991 °EBIGNS15 E � AS NOTED �. yr Y 0 R � RENTON FRONTAGE IMPROVEMENTS 13422 156TH AVE SE YLP °�- E I"L"� DATUM cHECKED� AT �u 6wE Plan FIing/Buiding/PubiC Works Dept. IF NOT ONE INCH REVISION BY DATE APPR ADPR�� GW£ AL °DRDINGEY SEWER NOTES AND DETAILS 1 LJ 06.26.13 FlELDBWK: PsGE SS2